Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Channel 061 : Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. or Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. & Rebuilt 106: 1997

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ObjectID:
13676 (1) · 16102 (1)
Status:
AM (1)
Date:
12-02 (1)
County 003:
Saint Lucie (1) · Volusia (1)
Place 004:
None (1) · Fort Pierce (1)
Route 005d:
00000 (1) · 00415 (1)
Direction 005e:
None (1)
Features 006a:
'Lake Ashby Canal ' (1) · 'MOORES CREEK ' (1)
Critical 006b:
None (1)
Facility 007:
'NORTH 2ND STREET ' (1) · 'SR-415 ' (1)
Number 008:
790035 (1) · 945000 (1)
Location 009:
'0.2 MI N OF ORANGE AVE. ' (1) · 'SR-415 - Lake Ashby Canal' (1)
Latitude 016:
27270218 (1) · 28563417 (1)
Longitude 017:
80193068 (1) · 81060965 (1)
Owner 022:
City (1) · FDOT (1)
Built 027:
1925 (1) · 1957 (1)
Lanes 028a:
2 (1)
Traffic 029:
11700 (1) · 240 (1)
Traffic Year 030:
2016 (1) · 2017 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Concrete (1)
Type 043b:
Arch - Deck (1) · Slab (1)
Length 049:
49 (1) · 9 (1)
Width 052:
14 (1) · 16 (1)
Deck 058:
N/A (1) · Satisfactory (1)
Superstructure 059:
Good (1) · Satisfactory (1)
Substructure 060:
Good (1)
Channel 061: (Click arrow to add another value)
Culvert 062:
N/A (1)
Inspect Date 090:
01-17 (1) · 05-17 (1)
Direction 102:
2 - way (1)
Rebuilt 106: (Click arrow to add another value)
Deck Type 107:
Concrete Cast-in-Place (1) · N/A (1)
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) · Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1)
Future 114:
20300 (1) · 360 (1)
Future Year 115:
2038 (1) · 2039 (1)
Clearance 116:
None (1)

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